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ENG2022-0248 ROW PERMIToff' EIDM �~ o�RIGHT OF WAY EUC PERMIT o , EdmondsCity of Edmonds PERMIT NUM 98020 1 1 • www.edmondswa.gov i Description: COMCAST-TYING INTO POLE 3RD AND PINE OVERLASHING ISSUED: 11/14/2022 Address: 305 PINE ST EDMONDS WA 98020-4125 EXPIRES:05/14/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00409700000500 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 410 VALLEY AVE NW, PUYALLUP WA 98371 (206)401-2188 CONTACT COMCAST CABLE HOLDING LLC 410 VALLEY AVE NW, PUYALLUP WA 98371 (206)401-2188 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER ALICIA & MATTHEW MOTLAND 305 PINE ST, EDMONDS WA 98020 FEE INFORMATION DESCRIPTIONWINAMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $330.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. RELEASED BY: MAJ DATE: 11/14/2022 Printed: Monday, November 14, 2022 1:17:01 PM 1 of 2 RIGHT PERMIT PERMIT NUM City of Edmonds Edmonds WA 98020 • www.edmondswa.gov / 425.1 1 CONDITIONS CONDITION TYPE NOTES ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS REQUIREMENTS. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on SOUND AND NOISE weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT NOTES COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Monday, November 14, 2022 1:17:01 PM 2 of 2 RESUB Lti�y of ED%�O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. AUG 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A" instead of leaving blank. All fields required. Incomplete Applications will be denied. General Info Project Name COMCAST - JB000852384 Site Address or if no site address use Property Address at NW corner of project area: 305 PINE ST EDMONDS WA 98020 Associated Permits: BLD PLN ENG • applicable) Name of CompanyCOMCAST CABLE HOLDING Franchise Ordinance No: Point of Contact JESSAMIN SANTOS TitleCOMCAST PERMIT COORDINATOR Address 410 VALLEY AVE NW City PUYALLUP State WA Zip 98371 Phone206-401-2188 Emai1WACONSTRUCTION JOINTUSE@COMCAST.COM Contractor and Authorized Agent of Owner (see note below) Name of Company CABLECOM LLC Contractor Contacts During Construction Primary Name CAB LECOM LLC - MICHAEL FINCH Agent NameTESSA DAVIS Title CONSTRUCTION SUPERVISOR Title SENIOR MANAGER - NDEA Mobile360-965-5085 Address 19910 NORTHCREEK PARKWAY NORTH, SUITE 100 Email MICHAEL.FINCH@CABLECOMLLC.N ET City BOTH E LL State WA Zip 98011 Secondary Name Phone 720-787-7459 Title Email SNOHOMISH.PERM ITTING@CABLECOMLLC. NET Mobile City of Edmonds Business License No: N R - 021818 Email State License No: CABLEL*971 DP 91 Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 \-� Utility Franchise Work (no associated development) Project Description Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) TIEING IN AT POLE AT PINE ST AND 3RD ST HEADING NORTH AND OVERLASHING EXISTING CATV 1.561' ENDING AT THE CORNER OF 3RD AVE S AND WALNUT ST. TIEING AT POLE NEAR 9126 MAIN STREET WE ARE HEADED EAST OVERLASHING EXISTING CATV 720' ENDING NEAR MAIN ST AND 88TH PL W. MAINTENACE SPLICES RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF JxJ F SF Parking 72 hours + LF JxJ LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: ❑ telecommunications d cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existin overhead infrastructure in the area of work? • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existingunderground common utilitysystem? X 5. Does the work involve proposed additions to an aboveground utility system? If es: Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed Me 6. Does your project involve rebuilding or replacing utility equipment which currently serves more X than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: How many are existing? I I How many are to be added? 6b. Does your project involve poles? If yes: How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? Are additional poles to be laced? How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? What is the height of the poles after? Describe the modification rebuild: SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: 8/16/2022 APPLICANT PRINTED NAME: I FNA17A FNR1Q1 IF7 APPLICANT TITLE: PERMIT COORDINATOR NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 Route Overview Completed By: W.WILSON-HARRIS N -= s Completion Date: 1/28/2022 Address: I 305 PINE ST EDMONDS WA98020 I COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab. Engineered For: Project Manager: Are Additional Pages Needed: No P2 ID: JB0000852384 • Q01111 Pole New Vault 0 U/G Lock Box Footage ! 111111 !� t ■■ ■NI mt■■mExisting ■r■1 IINNAIS11 H �M■■ Existing Aerial null■■1 111■�ai■ rr■sdir ■ New Ll/G Text Box Text t ■ �� in New Aerial!i■i Callout Arrow 1! 1mom Ioil ! 111 ■■■ ■rr■ ■A ■q■ ■■�� ■■�r■11 �■■ ■1 �r�■■i uni ■■ ��l��a ��, ■rtl■ �frr�1■r ■■ �I■ ■■II lit! rJ ui I ■� �— Interior Footage Break Phase Identifier0 ■ ■Irr1■C MIN .. IIIIr !ate Its ■Imrrr �r = C = !Illlrll■r 11� - :Fiber ■.. �I� Splice Point OKO Power Supply Ps � Mon I■Hm ■1rllfi ■ t■ NINE J■ Storage... co it■f�� _ ■� r 'It■r 1-11� ■■ ■a ■ 111ii1! ■Eta �,� _ • ��` Riser Abandoned Cable911111111 r ■ ■■I�a �Jl 1/1 ■rrf �r1 ■r1■ ■■ t!a■I! 1!!! 1■ 1I ■ ■'' ■ ■: allrJr t11 r1 IQir1■1■ ■1!I■ 1 = r ■ !! ►�,� ■1 �ar11� roll! ■IINIrr ■1� 1 r! III ■■ SEEM 1 ■Arl I ■■Nr ■■ ■■� ■ ■ ■ �.� 11 r!■Iral ■ i�IJ■■ l�rr■art ■ i ■1' a — �� s Provide - . TIEING IN AT POLE AT PINE ST AND 3RD ST HEADING NORTH, . , AT THE .. . , AVE�. AT POLE NEAR 9126 MAIN STREET WE ARE HEADED .. ■ �■ rr■■■■ �iii�■i■rani ' ■TIEING t - �■ Ilriili 1■■. � ■■■.. ■� �'� ;�� rr a ■� ■tt�� MAINTENACE SPLICES AT EXISTING AERIAL AND GROUND AERIALWN CASES AT THE FOLLOWING 2 LOCATIONS: ' � �._ �a ■-•L■ .■■. _ ` ::��■-L ■�tr= �MillMINEE AERIAL , ST. ■�lip� .r ■■__ ._ it■■■■■■■■t■�■■- ■1 ■■■ ��i i loss I MEN MEN ME CONSTRUCTION,NO NEW L ■!■t ■ ■■■■ /1■111■� :■� = shall repair/replace all RESUB ■�A� 1 ■I a� ■■■ ii■ ■■ !� a ■ ■■Applicant ( r damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. AUG 25 2022 ■INN■ ■1�1� ■■ : • CITY OF EDMONDS SERVICES DEPARTMENT AA Route Overview Completed By: W.WILSON-HARRIS Iry - W f • S Completion Date: 1/28/2022 Address: I 305 PINE ST EDMONDS WA98020 I COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab. Engineered For: Project Manager: Are Additional Pages Needed: No P2 ID: JB0000852384 Legend 4= New Ped ❑ Pole New Vault ❑� Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap A Interior Path Phase Identifier 0 • Footage Break Fiber Splice Point Power Supply Ps Storage Loop ICU Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details Ln 1 rQ TIEING IN AT POLE AT PINE ST AND 3RD ST HEADING NORTH AND OVERLASHING EXISTING CATV 1,561' ENDING AT THE CORNER OF 3RD AVE S AND WALNUT ST. TIEING AT POLE NEAR 9126 MAIN STREET WE ARE HEADED EAST OVERLASHING EXISTING CATV 720' ENDING NEAR MAIN ST AND 88TH PL W. MAINTENACE SPLICES AT EXISTING AERIAL AND GROUND CASES AT THE FOLLOWING 2 LOCATIONS: AERIAL MAINTENANCE SPLICING: 9TH AVE S AND MAIN ST I Q IV = AERIAL MAINTENANCE SPLICING: 9TH AVE S AND w^ -- WALNUT ST. NO NEW CONSTRUCTION ALL EXISTING CASES. �' P RESUB AUG 25 2022 CITY OF EDMONDS U� DEVELOPMENT�r SERVICES DEPARTMENT i ' FT1'!' A130171 EL 271 i -_ ��A. � j� .� _ _ it n u t � t - .�. F02 a 001, 1 s. ru"'7 _ lam .IT 1 � E AL 1012 Route Overview Completed By: W.WILSON-HARRIS N '• • = + S Completion Date: 1/28/2022 Address: I 305 PINE ST EDMONDS WA98020 I 1111111101 r COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab. Engineered For: Project Manager: - Are Additional Pages Needed: No P2 ID: JB0000852384 Legend g - ' SP.WALY.0170_LY07S..3A.1A r , ' �• 1. �� ,,! New Ped Pole New Vault ❑v Existing U/G Existing Aerial Lock Box Footage 150' Text Box Texts Ma y ,. - — _ _ •_ _ 720' T - 1 IF .� 1� s I ' `,� • jY•� ' �! �� 11t111 . jd 3 .L1 ' r New U G / .,.- � !�' • /�•k� �, r j t ••,� . � .. '. � � C s New Aerialr' Interior Path Callout Arrow New Tap ,•r r�►.�. n►� , �� .. , 0 1 1 � �, �,.,� 1 ,i�y e l r s r fig+ '�I~i' ' ' I ., �, •/ , �, �' i,1 3t'1; � �'�,� %� il! ''A 1*� • � „! f w Footage Break Phase Identifier ❑i - _ ,,� � • ..'� ,, •till' dY t v • ... '�''1 PS A, + �� 1,►_ / 1 ' '" �A . Fiber Splice Point Storage LoopCD Power Supply Hard Surface Cut O ., !� ' ,M '�.. 4 1 ` ' f� ♦T I': ♦ Y !1 r� r. _ ` ♦ ' �.•� �. << i 4 .�' =i - ; Riser ® Abandoned Cable �", ;� • R ! ' I _, ', •,�'� N' ''�11+" L' . M, :j�Ali _ n • . ,-� t �� 'r . : # fl !��'�� Provide Clear Construction Details TIEING IN AT POLE AT PINE ST AND 3RD ST HEADING NORTH AND OVERLASHING EXISTING CATV 1,561 ENDING AT THE CORNER OF 3RD AVE S AND X' ' WALNUT ST. TIEING AT POLE NEAR 9126 MAIN STREET WE ARE Vr 114C 4 HEADED EAST OVERLASHING EXISTING CATV 720'NOW �,. �,,. -ai.�w''.' . 'r' �.` %' ,' �' �,6•, ENDING NEAR MAIN ST AND 88TH PL W. MAINTENACE SPLICES AT EXISTING AERIAL AND wh•' "��,, ,' ''� ` + 'i ` + �� ' '>�-- �� •, �� .s ~ I` '� GROUND CASES AT THE FOLLOWING 2 LOCATIONS: AERIAL MAINTENANCE SPLICING: 9TH AVE S AND :' y - !' r� T �'• MAIN ST AERIAL MAINTENANCE SPLICING: 9TH AVE S AND ".+4 w �. r 1 �':k. w ' , ,W „ " +'� ' '' '� ,� 1 '. � ,1 `� '`• "' I ' WALNUT ST. , m " �� }� , «, S NO NEW CONSTRUCTION, ALL EXISTING CASES. ,` ' r q �• R RESUB ,�,, w �M AUG 25 2022 40 CITY OF EDMONDSf� DEVELOPMENT / �� + Q.I ,•t� ` r Right of Way Completed By: W.WILSON-HARRIS Address: 305 PINE ST EDMONDS WA 98020 Completion Date: 1/28/2022 Right of Way Footages: �` �yJj, � � � � CO Survey Revision Date: New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 New Aerial Fiber: 0 Overlash Fiber: 0 Existing UG Fiber: 0 Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Are Additional Pages Needed: No Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000852384 Legend 5 New Ped ❑ Pole New Vault 0 Lock Box SP.WALY.0179_1-Y07S.3A.4A Existing U/G Footage Existing Aerial Text Box Text SP.WALY.0172_LY07S.3A.3A New U/G • '' "i Callout Arrow ��— _ New Aerial A J , New Tap A L - Interior Path ❑1 Footage Break Phase Identifier _ - Fiber Splice Point Ps Power Supply 1 � Storage Loop Hard Surface Cut Riser R Abandoned Cable I• `-�_1- — -� Provide Clear Construction Details TIEING IN AT POLE AT PINE ST AND 3RD ST HEADING NORTH AND OVERLASHING EXISTING - - CATV 1,561' ENDING AT THE CORNER OF 3RD AVE S AND WALNUT ST. TIEING AT POLE NEAR 9126 MAIN STREET WE ARE HEADED EAST OVERLASHING EXISTING CATV 720' ' ENDING NEAR MAIN ST AND 88TH PL W. MAINTENACE SPLICES AT EXISTING AERIAL AND - GROUND CASES AT THE FOLLOWING 2 LOCATIONS: - 1� AERIAL MAINTENANCE SPLICING: 9TH AVE S AND V Z - MAIN ST 575417 AERIAL MAINTENANCE SPLICING: 9TH AVE S AND • WALNUT ST. NO NEW CONSTRUCTION, ALL EXISTING CASES. RESUB - - - AUG 25 2022 - CITY OF EDMONDS SERVICES DEPARTMENT Right of Way Completed By: W.WILSON-HARRIS Address: 305 PINE ST EDMONDS WA 98020 Completion Date: 1/28/2022 Right of Way Footages: �� , �V/�1 � � � � CO Survey Revision Date: New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 113 New Aerial Fiber: 0 Overlash Fiber: 2281 Existing UG Fiber: 0 Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Are Additional Pages Needed: No Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000852384 Legend ❑1 ti 2 New Ped � Pole New Vault 0 Lock Box — Existing U/G Footage Existing Aerial = _ Text BOX Text SP.WALY.0176_LY07MX1.3A.1C � �- New U/G (TAGGED) (720')- New Aerial Callout Arrow 0 - Interior Path New Tap 1 ❑ � = _ Footage Break g Phase Identifier -- Ps Power Supply NO POLE NUMBER Fiber Splice Point CO O 1 NO POLE NUMBER Storage Loop Hard Surface Cut k Riser Abandoned Cable ❑3 --- SP.WALY.0129_LY07S..3A.1F, Provide Clear Construction Details TIEING IN AT POLE AT PINE ST AND 3RD ST HEADING NORTH AND OVERLASHING EXISTING - CATV 1,561' ENDING AT THE CORNER OF 3RD AVE S AND WALNUT ST. L 0 S.3 • �A' NO POLE NUMBER TIEING AT POLE NEAR 9126 MAIN STREET WE ARE _ -. SP.WALY.0171_LY07S.3A.2A - HEADED EAST OVERLASHING EXISTING CATV 720'- ENDING NEAR MAIN ST AND 88TH PL W. - --- --�` - MAINTENACE SPLICES AT EXISTING AERIAL AND SP.WALY.0170_LY07S..3A.1A GROUND CASES AT THE FOLLOWING 2 LOCATIONS: _ L AERIAL MAINTENANCE SPLICING: 9TH AVE S AND - - - -• MAIN ST AERIAL MAINTENANCE SPLICING: 9TH AVE S AND WALNUT ST. ` I NO NEW CONSTRUCTION, ALL EXISTING AERIAL. S, • RESUB AUG 25 2022 - - - — CITY OF EDMONDS POLE# ED58 DEVELOPMENT - SERVICES DEPARTMENT 1. TRAFFIC CONTROL FOR SCOPE OF WORK ALONG 3RD AVE S RESUB OCT 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SCALE: N.T.S. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED �19 �IVHS NOUO�Id%LO(�O OIJJVd J1 a Z b b E/Z WORK AREA X X L/3 BSI 50' ROAD WORK AHEAD 48" W20-1 WIDTH (feet) 25 8' 40 40 60 90 ANV Ol 10, 40 60 90 90 EftivIl USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' THIS IS A COMCAST DOCUMENT, PROPRI REV DESCRI DESIGN: 0 ISSUE FOR PERMIT DRAWN BY: DOM 1 CITY REVISIONS APPROVED: 2 CITY REVISIONS APPROVED: APPROVED: }oefoJd pallpiad ay} 6uunp sin000 ao pasneo sl 1egj spJepue;s Alp Jed e 08/17/2022 10/10/2022 48" SHOULDER WORK 48" W21-5 E! 7- EEOE1904 NOISIAIG ONRJ33NIDN3 u�]�Id �Iid�I3d�]Sv�iana�n:i xdw sSMOJJLDER CLOSURE - LOW SPEED (WSDOT TC5) NOISIAIWNOIiVOO-32J 's3nnIln 311S NO-nV 40 MPH OR LESS ►O� 2JOd 3�91SNOdS32J 2t]= 2IiNOORJ3NM0 ( ) NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35/40 30 1 60 25/30 20 1 40 LEGEND b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. 3. ALL SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 2 305 PINE D W TRAFFIC CONTROL - OVERLASH ALONG 3RD AVE S PROJ#: JB852384-HOUSING SWAP CONSTRUCTION TYPE: OVERLASH & SPLICE SYSTEM: EDMONDS NODE: TC-1 SHEET: 1 OF 5 1. TRAFFIC CONTROL FOR (3) AERIAL STREET CROSSINGS SCALE: N.T.S. RESUB OCT 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' RURALROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE TERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: DRAWN BY: DOM APPROVED: APPROVED: APPROVED: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 02/10/2022 1 CITY REVISIONS 08/17/2022 2 CITY REVISIONS 10/10/2022 3RD AVE S X I X X ONE LANE . ROAD AHEAD 48" 48" W20-4 48„ W20-7A ROAD BE WORK PREPARED HEAD TO STOP 48" 48" W20-1 W20-713 W20.713 (OPTIONAL IF 40 MPH OR LESS) n •� LEGEND >I�IOM�I�/�d �HFLMAGGaIN�GSTATION SI NOZ - TENIPOR on, P09ION 11 HS NOUOC IdSNI'Q""c QQELgING y§1 S PROTECTIVE VEHICLE X I 50' TO 300' 50' TO 100' 6 DEVICE 7)MIN7� I W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" <g4>8" BE PREPARED O STOP 8" 48" 48"8" . W20-7BVELW20-1 8 W20-7A W20-4 X X � X � W20-7A �REBE PARED W20-7B(OPTIONAL IF 40 MPH OR LESS) ONE LANE W20-713 ROAD AHEAD .. W20-4 ROAD WORK AHEAD 48" W20-1 ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) WITH FLAGGERS NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 NOTES 1 ALL SIGNS ARE BLACK ON ORANGE. 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. C ALL SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 2 TRAFFIC CONTROL - AERIAL STREET CROSSINGS ALONG 3RD AVE S PROJ#: JB852384-HOUSING SWAP CONSTRUCTION TYPE: OVERLASH & SPLICE T!' —G SYSTEM: EDMONDS l NODE: SHEET: 2 OF 5 � �[R ' �.�i; F rli � : _ 1• 11 1. TRAFFIC CONTROL FOR SCOPE OF WORK ALONG MAIN ST SCALE: N.T.S. a X 48" RESUB ROAD WORK HEAD OCT 21 2022 48„ W20-1 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: DRAWN BY: DOM APPROVED: APPROVED: APPROVED: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 02/10/2022 1 CITY REVISIONS 08/17/2022 2 CITY REVISIONS 10/10/2022 I0�1 W'd MAIN ST 0 a X L 3 B 48" SHOULDER WORK 48" W21-5 Z o ® N rr Tr R BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED WORK AREA � � � 50' SHOULDER CLOSURE — LOW SPEED (WSDOT TC5) (40 MPH OR LESS) NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35/40 30 60 25/30 20 40 LEGEND b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 1 65 70 8- 40 40 60 90 - - - - - 10' 40 60 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. 3. ALL SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 2 305 PINE ST EDMONDS, WA TRAFFIC CONTROL OVERLASH ALONG MAIN ST PROJ#: JB852384-HOUSING SWAP CONSTRUCTION TYPE: OVERLASH & SPLICE SYSTEM: EDMONDS NODE: TC-3 SHEET: 3 OF 5 '17,P, wA LY.Ol7 4_LY0 75..3A.lA Cn f m 1. TRAFFIC CONTROL AT 824 MAIN ST do 1dS SI ANOZ N1 AOM 2AAAANAHM aA2:jinOd2:j A� 1 y MAIN ST x L RESUB OCT 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 81 40 40 60 90 - - - - - - 10' 40 60 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 02/10/2022 DRAWN BY: DOM 1 CITY REVISIONS 08/17/2022 APPROVED: 2 CITY REVISIONS 10/10/2022 APPROVED: APPROVED: SCALE: N.T.S. =�N�= BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED polHl WORK AREA 50' x m CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35/40 30 60 25/30 20 40 LEGEND b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE !� SIGN SPACING = X (1) 48" RURAL ROADS &URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) V21-5 RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (2) ® (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SHOULDER CLOSURE - LOW SPEED (WSDOT TC5) (40 MPH OR LESS) NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. 3. ALL SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 2 305 PINE ST, EDMONDS, WA TRAFFIC CONTROL - 824 MAIN ST PROJ#: JB852384-HOUSING SWAP CONSTRUCTION TYPE: OVERLASH & SPLICE SYSTEM: EDMONDS NODE: TC-4 SHEET: 4 OF 5 1' D m w �s 1. TRAFFIC CONTROL AT 801 WALNUT ST d n l3s 19 Z SCALE: N.T.S. OUO�IdSNI IMJiNOO OIdH*LNUT ST X 48" 48" RES U B ROAD SHOULDER WORK WORK HEAD OCT 21 2022 48" 48" W20-1 W21-5 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER WIDTH (feet) Posted Speed (mph) 25 30 35 40 45 50 55 1 60 1 65 70 81 40 40 60 90 10, 40 60 90 90 1 -1 -1 - - USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: DRAWN BY: DOM APPROVED: APPROVED: APPROVED: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 02/10/2022 1 CITY REVISIONS 08/17/2022 2 CITY REVISIONS 10/10/2022 X BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED z �l y z x ® ® ® N Rl WORK AREA C/] B SHOULDER CLOSURE - LOW SPEED (WSDOT TC5) (40 MPH OR LESS) NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35/40 30 1 60 25/30 20 1 40 LEGEND b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. 3. ALL SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 2 305 PINE ST, EDMONDS, WA TRAFFIC CONTROL - 801 WALNUT ST PROJ#: JB852384-HOUSING SWAP CONSTRUCTION TYPE: OVERLASH & SPLICE SYSTEM: EDMONDS NODE: TC-5 SHEET: 5 OF 5